Comparison of Approximate Methods for Analysis of Arch Dams with Finite Element Methods

Please enable javascript in your browser.

Pakzad, Alireza | 2013

561 Viewed

Type of Document: M.Sc. Thesis
Language: Farsi
Document No: 44581 (09)
University: Sharif University of Technology
Department: Civil Engineering
Advisor(s): Ghaemian, Mohsen
Abstract:
Dams are huge structures in which safety is a very important issue because a failure will result in loss of lives and finance. Several approximate equations for the approximate analysis of arch dams already exist. These equations are usually obtained by considering the behavior of the dam as a shell. Approximate methods are much faster in comparison to the exact methods and give young design engineers who do not have the experience of designing inside view of displacements, stresses and strains. The aim of this project is to compare the results of approximate analysis of arch dams with the results of finite element models and clarify the points of dams in which approximate analysis methods give appropriate answers and the range of dimensions of dams they are reliable. Approximation method used in this study is Herzog method. The comparison is carried out for 50 models with different dimensions
Keywords:
Concrete Arc Dam ; Stress ; Finite Element Modeling ; Herzag Equations ; Approximate Equations

No TOC